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# -*-octave-*- Put Emacs into octave-mode
# Numerical parameter file (CantileverBeam_numpar.txt)
# Generated by MTT at Mon Apr 19 06:24:08 BST 1999
# %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
# %% Version control history
# %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
# %% $Id$
# %% $Log$
# %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
# Parameters
N = 21;
BeamLength = 0.58;
BeamWidth = 0.05;
BeamThickness = 0.005;
Youngs = 68.94e9;
Density = 2712.8;
Area = BeamWidth*BeamThickness;
AreaMoment = (BeamWidth*BeamThickness^3)/12;
EI = Youngs*AreaMoment;
rhoA = Density*Area;
dz = BeamLength/N; # Incremental length
dm = rhoA*dz; # Incremental mass
dk = EI/dz; # Incremental stiffness
dr = 0; # Damping
K = sqrt(EI/rhoA)/BeamLength^2; # Normalising factor
# EI= 58.6957 # from Reza
# rhoA= 0.7989 # from Reza
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# -*-octave-*- Put Emacs into octave-mode
# Numerical parameter file (CantileverBeam_numpar.txt)
# Generated by MTT at Mon Apr 19 06:24:08 BST 1999
# %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
# %% Version control history
# %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
# %% $Id$
# %% $Log$
# %% Revision 1.1 2000/12/28 17:58:27 peterg
# %% To RCS
# %%
# %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
# Parameters
N = 21;
BeamLength = 0.58;
BeamWidth = 0.05;
BeamThickness = 0.005;
Youngs = 68.94e9;
Density = 2712.8;
Area = BeamWidth*BeamThickness;
AreaMoment = (BeamWidth*pow(BeamThickness,3))/12;
EI = Youngs*AreaMoment;
rhoA = Density*Area;
dz = BeamLength/N; # Incremental length
dm = rhoA*dz; # Incremental mass
dk = EI/dz; # Incremental stiffness
dr = 0; # Damping
K = sqrt(EI/rhoA)/pow(BeamLength,2); # Normalising factor
# EI= 58.6957 # from Reza
# rhoA= 0.7989 # from Reza
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